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— — — — — — — —
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NOTES•
1. MARK END LOCA77ON OF SS STUBS WITH
WHITE PAINTED POST PER SIDE SEWER
DETAILS SHT 9 OF 9
2 MAINTAIN 10' HORIZONTAL SEPARATION
770
BETWEEN SIDE SEWERS & WATER SERVICES.
ER
J. LOT 7 MAY REQUIRE INDIVIDUAL PRIVATE
"V
SEWAGE LIFT S TA 77ON DEPENDING ON BUILDERS
'N
CONFIGURATION OF NEW NEW HOME PLANS.
P
IN
LIFT STA 77ON SHALL BE DESIGNED IN
ACCORDANCE W77H THE CITY OF RENTON
N
SLOPE E45FIlENTREQUIRED STANDARDS A T THE 77ME OF ISSUANCE OF
C
C=
17410213
CITY OF RENTON SIDE SEWER PERMIT
ROLL 161 1
353
90
EXPIRES 6/22/01 KU)
crANN,,, DEC 1019
7
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N
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,i0' 5 ,DEEP SS TEE 1E =165. 9
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IE = 166.07 II I SEWAGE LIFT STA77ON DEPENDING ON BUi
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LIFT STATION SHALL BE DESIGNED IN
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3 STA 5+ '.14 t 1 ( t I SLOPE EA MENT REQUIRED STANDARDS AT THE LIME OF ISSUANCE C
W ry 1NTX PELL PL N CITY OF RENTON SIDE SEWER PERMIT.
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UM ELEV
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Gam; S'- �8 =�,6y �G�rvrv�0 i1tt; 1 u 7`J".i9
P Of? TON A/ w V4 0, THE N W 114
OF 4Cj 5 TWN 3 N R W. M.
S, +11�17-5'Ll�
MIN `F =7 %5. U0
M/N
'9�
wl- m
RIM 09. 4 'L T MI/N 'CT STA 5+22
plif IE=88- 4 -8"IN-W
-8 S A J+85-5
n", lip �l
-wzz?9, - . A/1"'I" f-m
2 + 6 5. 11 -5i T =88.4 -15' -E 4+65.20-51 T /m 3 _u MIN FF - 7,
IE= -15"OUT-S IE=108.J5-15 SS TEE !E_ ,13.41 RAf- .40 - 126.9J
IM- '26 9,
0,5_
'E 'ou IE-117 117.08-15"IN
CO at- Ik=�3'g.F6, 108.25-15 T SS STUB '5 98
+ 65.20 51 F 113. 9j 5+66.17-5L T
-5 1 1�4 IE= 6.98-15"OUT
5.2C LT 6+15.17-51 T
4+ 5.20 5 1 LT
VY
j8L 25LF 6' SS STUB 89142 S9 TEE iE-12-2-9;9
Jz+,22.7j 5" T J+65.20 L t- 4�65.20-51 T
S=24. 4,T L 5-5 e-- I i 1. 6 9 55-6 51- 0-51 T 5+65. 1�7- T
S=2% 51 T
0 h1vTX 5� 7'7 A TEE -1 -56--S'T�
I = 10J.2 'F E- T �E ft�ff 55 117� !E=115.57 6+i
5.17-51 T 6+66.17-5L T
s-s ST618
00 TI B s&-fIT&H- i26. GG
SS SS TEE IE= 12G
wo Pt S v -'L SS TEE IE= 12,
94
E
E=�! 7 7. 1 SS TH I =1 . 55 S TUB
0- 7 t T hEo- 8 78' SS STUB
T I
U IE=121�22
SS 5 TU IF- 123.30
S
SS STUB ui;r H.0,
SHEET T 6 Ss STUB 2-17 TH r L--L �6+ �217-51T
IE= 109.87
3 +97 i.3 51 T 6+02.17- T
cn A I'L T �5 .02. 1, 5- 51 T
T�=r fp lie Ile 2"
N 7 15 +5217 -51 T
Ta LE 4
SS 5 TUH ss zs: TUB
E-- � 2 h 2-7-
SEE OFILE
6+52.17-51 T
SHEE
MIN FF� 176 4 0 5+02- U-51 T
54:5�7- 5 1 T 6+02.17-5LT SS TEE IE=122.40
SS SS TE SS TE IE=120.J4 Ss S TUB
ILE 1E=115 -04
V/N f F- 92. ?4
1+8 02-,� 00L TI FF= 1 19. 4:' SS -C TUBB SS STUB SS STUB IE= 12J. 14
MIN FF=705-00 IE= T 15. 76 IE=' 1 19.04 IE= 121.14
0
AV. I" VIN FF=124.31
`4&N F - 28. 24
-94- 7 1,
1+- .58-500'LT, 'o
--F-RCI-I A rD� --I
1+0 5.00" T
ss� TEE =86.bp
Z'
fn 1E- 87.6 3
1+99..5 -5.00'LT
' � =86.78 - - __ . � -.._ _ \
STUB
MAN FF= 9 1.90
L
I€ =119.
MIA' FF=l &0-60-1
uj
Ld
7 9L 'F 8"PVC'5 -0 5
>
NE 0-8
L T-1-1 11 1 Y, -40
is
7OLF -1 vl�c S=20.44XV "P
IJBLF 15 VC S=6, JJI-.
cr-
5 -=29
25LF 6 S,
S=2
� 9.
�-17
(f)
+
SS TES IE= 109.17 4 +52.13 -5'L T
SEE, PROFILE, SS TEE 1E -112 5
SS STUB ui;r H.0,
SHEET T 6 Ss STUB 2-17 TH r L--L �6+ �217-51T
IE= 109.87
3 +97 i.3 51 T 6+02.17- T
cn A I'L T �5 .02. 1, 5- 51 T
T�=r fp lie Ile 2"
N 7 15 +5217 -51 T
Ta LE 4
SS 5 TUH ss zs: TUB
E-- � 2 h 2-7-
SEE OFILE
6+52.17-51 T
SHEE
MIN FF� 176 4 0 5+02- U-51 T
54:5�7- 5 1 T 6+02.17-5LT SS TEE IE=122.40
SS SS TE SS TE IE=120.J4 Ss S TUB
ILE 1E=115 -04
V/N f F- 92. ?4
1+8 02-,� 00L TI FF= 1 19. 4:' SS -C TUBB SS STUB SS STUB IE= 12J. 14
MIN FF=705-00 IE= T 15. 76 IE=' 1 19.04 IE= 121.14
0
AV. I" VIN FF=124.31
`4&N F - 28. 24
-94- 7 1,
1+- .58-500'LT, 'o
--F-RCI-I A rD� --I
1+0 5.00" T
ss� TEE =86.bp
Z'
fn 1E- 87.6 3
1+99..5 -5.00'LT
' � =86.78 - - __ . � -.._ _ \
STUB
"111111h,j �
n'LL 1�69
Now
881T`+
VIN FF= 1 '3 " '1'0
7+19.17
-5L T
SS TEE IE= 124.84
ss STUB
7F= 125.34
7+19.17-5L T
5-5 TH , 5-.
7+02.17- IT
74-02.17-5'L T
SS TEE IE= 724. 18
SS STUB
1F= 124.88
MIN FF= I JO. 2 7
"A S-BUILT" NOTE. •
ffA
U70
ZONAL
EXPIRES 6/22/U1 -7
MAN FF= 9 1.90
L
MIA' FF=l &0-60-1
MIN F"W:07 �o
TA 2+ -5.00'LT
-
NE 0-8
-C)
5 -=29
25LF 6 S,
S=2
� 9.
J
m
2+0
<
oz
Co
as
IN,
\00
M--
.-IMISkE�TJ
>
Lj
MIN (F-9 94
7-
1+ 9.02 5
I z ?;'®
"111111h,j �
n'LL 1�69
Now
881T`+
VIN FF= 1 '3 " '1'0
7+19.17
-5L T
SS TEE IE= 124.84
ss STUB
7F= 125.34
7+19.17-5L T
5-5 TH , 5-.
7+02.17- IT
74-02.17-5'L T
SS TEE IE= 724. 18
SS STUB
1F= 124.88
MIN FF= I JO. 2 7
"A S-BUILT" NOTE. •
ffA
U70
ZONAL
EXPIRES 6/22/U1 -7
F� R 19�9
lq§WLL 16,9
T
TRACT "D
P OR T/ ON OF THE N W 1 4 OF THE N W V4
V
JO' SEWER
SEC
5 T WINI 23 R 5 E, W. M. EASEMENT
7 17 7 S ;TUB STA 9+20.05-10.12'1f
E= 123.35 J5
6-78 NE IV 5--MH-48"
c-
�S FE 1' 11
6., 8
CC 5 TUB 8-1-25 , 17-'5',' T Rhv---T4i.ee 10=141,25
12728 �- I-F- 13-3. 00- 1-5 .1.4.1 If= 732.58-15 '//V �,fflld �-F-- 140 00
LU �29t25
<
iE=Ij2.48-75")UT; 9+26.48-5L T
72,17- 5 'L
ry -71, 7.16 's -'f J, 7 4,
8+78.17-5 T AE�4�--f-
SS STUB
78.'7-51. T SS TEL 1E="lJ0.8-9
Lcl;36�VG IE=IJ-5.20
_s4- SS STUB
-:TE 9,
9+U 9-1
9 `LT
L
•
LJ
&L�
>
U.J � 1STA 9+5751-11.6,91T
.9 -J 90 T�
cr) 9 1 NEW -48"
EE =�lJ 71 Rw- f 4L9L. Z�57 Rllvf= 142.61
", IEI-- 134. JO - 15 "IN
F=l 4.�l
fE--- !34.26-151�OUT IE=I34.20-15"OUT
z 20' SEWER TRA C T "B
EASEMENT
c
SEE PROFILE
c�
SHEET 6
LTRACT „ E
25' E R
20' SEWER
E - ATM
ENT
LOL
STA 10+69.Oe -.%f 'LT
,
6
M=14
R1.
6 6_ -IN
NEW SSUH-48'
'3
=lj
z IK"ll A . I - ir-lJ6.86- "IN � \ �
T
D-
Y.--A, r'T= 15-9 MIN 166.54
5; oc,
MIN FF= 7155.00 f. 00 SvP28200C
IP+82.25-,� 751 T T STA 12+82.27-5.00'LT
3-19E� 52.8J-4-J5
SfA 41[
12+ J0. 9". w SSMH-48" 111 T i
I S'S TEE IE=161,14 27- RIM= 175.26
-RW*f;�� RIM= 159. J8 1;5,;V IE=166.66-15"IN
�182.25 -4 7 751 T /E= 151.88 -15 IIV SS S TUB IE �,- -15"OUT
L IE=151.78- 15"OU7 IE= 1. 64 _166.56
Sp T�f�E�137.67 --- 9s U 1 1 + f 1 .281 T 18-5.281 12+JO. -5. 1 1'L T 1�=l8 1
S
4. J71 T 705 3-4 sp
S
-tE /E=1371j.9 5. hE--"j 61.54
ss STUB rH PL
IJ j7'L T dB
IE= 1,38. 19 4E
MlN Z
FF= 741.52, 10 +7333 - T
48 IJf 00
43q4= -pw q 19 co
1 26
SEE PROFILE 1 kw
SHEET OF
10+
jl� ILL I I �u.
SS TEE /E--\k I J.9.9 11 +JU 6'�- 10.321 T
SS STUB
5.1-41 T
11+62.45-5.22L T 12+22.68
IE=140.75 5-5 TEE iE-- 159'. 6 51 x t
(E)
S TA TION MAY BE 11 +\JO. 66- 10. �21 T ff-- 1-5,- 6e
146. Oe',,
INDIVIDUAL POMP
kE IE=15�05
REQUIRED. MIN FF� 145.00 SS 11+6245-5.221 T 12+22.68-5,14L T
MtIV FF= 14,5,32 SE 8 SS TEE IE=159.38 461��
S=2
Ss STUB
1E -150.7 SS TEE IE= 15J. 05
ss STUB -1
IE= 153.81 1E= 160.18
x
MIN*= 15J 00 'MIN FF=15768 MIN FF= 165.4 7
0
Cc) AS
A5--6'L1Z!-7`,'5 BASE- ON A ACTUAL FIE'D SL,RVrY p 9470 T
K TOLIMA AND INFORMA YON
L 'IF69 F;�R 1 9�9
THIS
Y.--A, r'T= 15-9 MIN 166.54
5; oc,
MIN FF= 7155.00 f. 00 SvP28200C
IP+82.25-,� 751 T T STA 12+82.27-5.00'LT
3-19E� 52.8J-4-J5
SfA 41[
12+ J0. 9". w SSMH-48" 111 T i
I S'S TEE IE=161,14 27- RIM= 175.26
-RW*f;�� RIM= 159. J8 1;5,;V IE=166.66-15"IN
�182.25 -4 7 751 T /E= 151.88 -15 IIV SS S TUB IE �,- -15"OUT
L IE=151.78- 15"OU7 IE= 1. 64 _166.56
Sp T�f�E�137.67 --- 9s U 1 1 + f 1 .281 T 18-5.281 12+JO. -5. 1 1'L T 1�=l8 1
S
4. J71 T 705 3-4 sp
S
-tE /E=1371j.9 5. hE--"j 61.54
ss STUB rH PL
IJ j7'L T dB
IE= 1,38. 19 4E
MlN Z
FF= 741.52, 10 +7333 - T
48 IJf 00
43q4= -pw q 19 co
1 26
SEE PROFILE 1 kw
SHEET OF
10+
jl� ILL I I �u.
SS TEE /E--\k I J.9.9 11 +JU 6'�- 10.321 T
SS STUB
5.1-41 T
11+62.45-5.22L T 12+22.68
IE=140.75 5-5 TEE iE-- 159'. 6 51 x t
(E)
S TA TION MAY BE 11 +\JO. 66- 10. �21 T ff-- 1-5,- 6e
146. Oe',,
INDIVIDUAL POMP
kE IE=15�05
REQUIRED. MIN FF� 145.00 SS 11+6245-5.221 T 12+22.68-5,14L T
MtIV FF= 14,5,32 SE 8 SS TEE IE=159.38 461��
S=2
Ss STUB
1E -150.7 SS TEE IE= 15J. 05
ss STUB -1
IE= 153.81 1E= 160.18
x
MIN*= 15J 00 'MIN FF=15768 MIN FF= 165.4 7
0
Cc) AS
A5--6'L1Z!-7`,'5 BASE- ON A ACTUAL FIE'D SL,RVrY p 9470 T
K TOLIMA AND INFORMA YON
L 'IF69 F;�R 1 9�9
P OR T/ N OF THE N Wl 114 OF THE N W 114
46L� 6-pvc
s
OF S�(-, 'TWN :23 N., R 5 E, W. M.
FF
16. 9z -
li
j� rt— _, I I,� i i
L
TA: 14-59.79-17�51,'T
Lo RIM=774.2
CL
+ /E=165.56-18"OUT
CPN TINUA TION SEE SH 7\\
C5 >-
','r,V FF= 16547
C\E
v r1 Fr 1
5-69
? 15•44.54-11.5LT
SS TEE i/E= 5.96
-S6-7S-TbB-
-E---te6-C76- ss s iu,�
ll�+44.54-,1.517- IE=166.j2
T
T E
IE=lll
SS TEE IE= 165.8-9
—5-5-5
21'
F=j66.5J
Id 2 1
14
All
SEE PRO'
SHEET 7
QD
o
V1N VF=' V NOTES-
X, 1. MARK END LOCATION OF SS STUBS WITH
10' I WHITE PAINTED POST PER SIDE SEWER
T DETAILS SHT 9 OF 9
TAIN 10' HORIZONTAL SEPARATION
24' 2. MAIN
76 .78- .51 T
SS =765.19 J. L 0 T 7 MA Y MEQUIRE INDI VIDUAL PRI VA TF
BETWEEN SIDE SEWERS & WATER SERVICES
\SS ST B
SEWAGE LIFT STATION� DEPENDING ON BUILDER-
6.07 CONFIGURATION OF NEW NEW HOME PLANS.
LIFT STATION SHALL BE DESIGNED IN
ACCORDANCE WITH THE CITY OF RENTON
F1
STANDARDS AT THE TIME OF ISSUANCE OF
CITY OF RENTON SIDE SEWER PERMIT
PC=17+02, li
CL
EL Ex
�26
LI
7
5z
G'S
LX
Bo,
91 68--
EX 8"SS
13 +00
5 /2. 26'
17,21 - — - - - - - - - + - -
N89,01346 "W
xcq
FR 2.1
�flqmw%LL 1��6�,g of
ch
A470 I
"AS— BUILT" NOTE:
e
L s
co 'r
cr
P
Lu
LLi _
/
- \
� c-X0L -
7
5 "L T
6. 3D'� � 65.19
` l
O N \ \ v
Pc Qx
EX9
S
2R
aq�
m
I
2
N p
f
i
S:
a
w
a!
G '
U7
J
ROL:L 16�9 F� R 211:0 1
e
\
r
I � _
n
II i'
1
15-61.98- 1.5 L T
15 +61.-98 -1 .5'L T
S TEE !,IE= 1`5.96
S STUB \
I-F= 166.32
❑
-17 +0213
NOTES;
1. MARK END LOCATION OF SS STUBS WITH
WHITE PAINTED POST PER SIDE SEWER
DETAILS SHT 9 OF 9
2. MAINTAIN 10' HORIZONTAL SEPARATION
BETWEEN SIDE SEWERS & WATER SERVICES
3 LOT 7 MAY REQUIRE INDIVIDUAL PRIVATE
SEWAGE LIFT STATION DEPENDING ON BUILD
CONFIGURATION OF NEW NEW HOME PLANS
LIFT STATION 17YALL BE DESIGNED IN
ACCORDANCE 1,17H THE CITY OF RENTON
STANDARDS AT THE TIME OF ISSUANCE OF
CITY OF RENTON SIDE SEWER PERMIT.
m5- 28,200E
J7
77 21,
STA 17 +54.81 -25.24 "L T
EXIST. SSMH 48 V 4
RIM = 174.15 -E _
X.
IE= 164.60'"EX
CORE DRILL AND
RECHANNEL TO NORTH
--B N- iE= 164.09 -8'N 1
ADJUST EX RIM TO l it
NEW STREET
EL= 179.90
i
,1R H r',
c
_ x l
i
"AS—BUILT" MOTE 94
a -BU /L T" l5 BASTD ON A
BY 10L)Abl ENG1NL RS -4N) rNFORd! I vN X204r
CON
e
15+44.54-11.5L T
- !
— —
I I
T
SS TEE IF 165.89
f
e
L s
co 'r
cr
P
Lu
LLi _
/
- \
� c-X0L -
7
5 "L T
6. 3D'� � 65.19
` l
O N \ \ v
Pc Qx
EX9
S
2R
aq�
m
I
2
N p
f
i
S:
a
w
a!
G '
U7
J
ROL:L 16�9 F� R 211:0 1
e
\
r
I � _
n
II i'
1
15-61.98- 1.5 L T
15 +61.-98 -1 .5'L T
S TEE !,IE= 1`5.96
S STUB \
I-F= 166.32
❑
-17 +0213
NOTES;
1. MARK END LOCATION OF SS STUBS WITH
WHITE PAINTED POST PER SIDE SEWER
DETAILS SHT 9 OF 9
2. MAINTAIN 10' HORIZONTAL SEPARATION
BETWEEN SIDE SEWERS & WATER SERVICES
3 LOT 7 MAY REQUIRE INDIVIDUAL PRIVATE
SEWAGE LIFT STATION DEPENDING ON BUILD
CONFIGURATION OF NEW NEW HOME PLANS
LIFT STATION 17YALL BE DESIGNED IN
ACCORDANCE 1,17H THE CITY OF RENTON
STANDARDS AT THE TIME OF ISSUANCE OF
CITY OF RENTON SIDE SEWER PERMIT.
m5- 28,200E
J7
77 21,
STA 17 +54.81 -25.24 "L T
EXIST. SSMH 48 V 4
RIM = 174.15 -E _
X.
IE= 164.60'"EX
CORE DRILL AND
RECHANNEL TO NORTH
--B N- iE= 164.09 -8'N 1
ADJUST EX RIM TO l it
NEW STREET
EL= 179.90
i
,1R H r',
c
_ x l
i
"AS—BUILT" MOTE 94
a -BU /L T" l5 BASTD ON A
BY 10L)Abl ENG1NL RS -4N) rNFORd! I vN X204r
CON
e
cm
cm
It
-I 0��
cTA J11.17-51T
STA 2-,,-J2-5.00'1t -1-
NEW SSCO-8' NEW SSMH-48"
< 80 RhW- 16E 96
Cf) --R#d--- ,,A4
P=,9 7 4 J RIM= 109.24
1E=88.44-8"1Al- W
J
,E =88.9& - 8 "OU T - 9 77'e-- 15;W- E IE = 8 8. 4 4 - 1 -5 "Y V - -T
o 1�9';914T- S 1E=88.34-15"OUT-5
<
NEW SSMH-48"
HIM= 145.82 RIM= 149.96
STA_5,'22-5L'T
NEW SSMH-48"
L
r?4f- 126.49 RIM=126. PJ
�E-117,50 15"0t( /E=11708-15"/Al
LLJ
IE=716-98-75"OUT
(71
N
O
100
"AS-BUILT" NOTE,'
Cl)
"AS-BUll T" /S BASED ON
06
BY TOUAI.4 tNCINE IVS INT)
j
LM
CN,
Z
SCALE:
V S
P 1 "=20'
V 7"=10
80
Lj
jo" VC - -
LOW POiAlT El FV = 83 79
LOW POINT STA
i
Z
PV! STA = 1- ,75
Q)
Lj
To
PVl ELEV = 8340,
> cr�
n A.D. 16.57
C),
Q)
K= 2.06
Lu Ln
79LF 151"PVC S=0.589
cj-
cri
-2%
cm
cm
It
-I 0��
cTA J11.17-51T
STA 2-,,-J2-5.00'1t -1-
NEW SSCO-8' NEW SSMH-48"
< 80 RhW- 16E 96
Cf) --R#d--- ,,A4
P=,9 7 4 J RIM= 109.24
1E=88.44-8"1Al- W
J
,E =88.9& - 8 "OU T - 9 77'e-- 15;W- E IE = 8 8. 4 4 - 1 -5 "Y V - -T
o 1�9';914T- S 1E=88.34-15"OUT-5
150.00 vc
vs
V1 STA = 4+00
I ELEV = 122-00
4-D. -10.87
K 3 79
6.3
8
38
F 15 "PVC ,31-
,3 L
STA 3 +85-5LT
"if PiM= 118.21
27TH STREET NE
1110
YZ
NEW SSMH-48"
HIM= 145.82 RIM= 149.96
STA_5,'22-5L'T
150.00 vc
vs
V1 STA = 4+00
I ELEV = 122-00
4-D. -10.87
K 3 79
6.3
8
38
F 15 "PVC ,31-
,3 L
STA 3 +85-5LT
"if PiM= 118.21
27TH STREET NE
1110
DATU, ELEV
6500
120
NEW SSMH-48"
HIM= 145.82 RIM= 149.96
STA_5,'22-5L'T
NEW SSMH-48"
r?4f- 126.49 RIM=126. PJ
�E-117,50 15"0t( /E=11708-15"/Al
LLJ
IE=716-98-75"OUT
(71
N
O
100
"AS-BUILT" NOTE,'
Cl)
"AS-BUll T" /S BASED ON
06
BY TOUAI.4 tNCINE IVS INT)
j
coh, 'W"l CTOR.
Z
SCALE:
V S
P 1 "=20'
V 7"=10
80
DATU, ELEV
6500
CN
-to 00
n
NEW SSMH-48"
HIM= 145.82 RIM= 149.96
15, 1f=I36.86-15"IN
1J,'t j0- 1:5 T 1E=136.76-15"OlJT
I
H.
r�R TO
Lp
(71
N
9470
"AS-BUILT" NOTE,'
Cl)
"AS-BUll T" /S BASED ON
06
co
II
3.69%
m
0- "Pvc
<
0- 400L F 15
C) 120
W
I-
ELI
SCALE:
H 1 "=20'
V 7"=10
3.69%
j5LF 15" P VC
STA 9+20.05-10.12'L T 5 =3.23%
NEW SSMH-48
99 RIM= 141.26
!'W IE=132.58-15"IN
!;!6blT- 1E=132 48-15"'OUT
STA. 9+57.51-11.6-91T
NEW SSMH-48"
l,
A4 -'-, RIM= 142. 61
E--- 1 fib- 1E=134.30-15"lN
15'�6617:
!E= 134.20 -15 "OUT
27TH STREET NE
11ILF 15"DL S=2.84X
14"9
c -1 43Z
:-��j
STA 11 +52.83 -4.35 LT
NEW SSMH-48"
RMqf- 16&. 94 RIM= 159. J8
11+0 AF-150.90 15' IE=151.88-15"IN
- thEr-150.80 15"96LT- IE=151.78-15"OUT
STA 10+59,08-3.48'LT
CN
-to 00
n
NEW SSMH-48"
HIM= 145.82 RIM= 149.96
15, 1f=I36.86-15"IN
1J,'t j0- 1:5 T 1E=136.76-15"OlJT
H.
r�R TO
OJ of WA
9470
"AS-BUILT" NOTE,'
IONAL
"AS-BUll T" /S BASED ON
EXPI 1�6 122, 101
BY TOUAI.4 tNCINE IVS INT)
coh, 'W"l CTOR.
LLJ
140
z
120
C)
LL-
loo
SCALE:
H 7 "=20'
V i"--10
7+ 00 etoo
9+00
ROL;L 16,9 FR 2i812
CN
-to 00
n
vj
7+ 00 etoo
9+00
ROL;L 16,9 FR 2i812
li
Ej
N
C)
Ld
>
Lu
_j
Ln (n
o
c
ck
dd
a�
6
17
rL
Li
cr)
DATUM ELEV
60.00
120
100
,4 80
n
p 1// .5 7-A = 2+
LF4 ,' 106.3
LX LROUN 4.E -0.2j
700,00' VC
Q
cn b 9 77
PV1 STA = 3 +33 50
Z)
PVY ELFV = 90.00
Gi
A.D. = 4.59
Z
PROPOSED
p ROFIL E
K = 21.81
—00"
loo
3 +11.17- 5, 7
205,.F 75"PvC 5 =2. 00%
-7
T
vc
Q) NEW SSMN-48'
80 -RMA--4,^�°, g6-
109. 24
F-:- 9e: �ze- e'�H--W—
if=88,44-8IN -Ni
-4E---99.7,9 !§' N IF=88. 44-15"'N-F
'E=88-34- S BURNET`
COUR 7-
STA 3+04.14-2.50LI I
STA 3 +92.91- 500`L -s ":
H 1 "=20'
NEW SS44H-48"
9J, 64 RIM=94.78
NEW SSMH-48'
V
ll�v
Rmf-8&-2o 12
IE=84.24-75"OUT
/,-:--Jl75.52-!15 "'OUT
1�5�W - 1E=84.34-15"1N
fE-- fe- f5�Ly /f=;75.62-
SEE CON 7ZNUAl 7101"1
Pf7lnW T"JC
DATUM ELEV
60.00
120
100
,4 80
- ' 0, ? -oo
00 700
W
7irlin
a qww
81 a 80
Q)
SEE CONTINUATION
ABOVETHIS SHT \ Q
1+82 SS -LINE
60 STA 3 +32.91-5-00LT 60
BURNETT CT
NEW SSMH-48"
-Yhw-&5i2G RIV=8712
It
lc 7a oQ- 14"0uIT IE=75.52-15"OUT 0+00 - A LINE
IE-- 15% IE=75.62-15"IN I IE-45-3.�- -8"NW-EX
20LF 24" DI i IE=45.39 12"NE-EX
SCALE., SLEEVE UNDER I 1E= 4.5.71 -15 "N -NEW R
H 1 " =20' ROCK WILL
v 1"=10 SEWER A LINE
DATUM ELEV
40.00
i+00 0+00
H. To
r�R WAS "A.S-BULZ T" NOM
(Y, I
0470
At
FE X-pins 6, FT
1�
n
- ' 0, ? -oo
00 700
W
7irlin
a qww
81 a 80
Q)
SEE CONTINUATION
ABOVETHIS SHT \ Q
1+82 SS -LINE
60 STA 3 +32.91-5-00LT 60
BURNETT CT
NEW SSMH-48"
-Yhw-&5i2G RIV=8712
It
lc 7a oQ- 14"0uIT IE=75.52-15"OUT 0+00 - A LINE
IE-- 15% IE=75.62-15"IN I IE-45-3.�- -8"NW-EX
20LF 24" DI i IE=45.39 12"NE-EX
SCALE., SLEEVE UNDER I 1E= 4.5.71 -15 "N -NEW R
H 1 " =20' ROCK WILL
v 1"=10 SEWER A LINE
DATUM ELEV
40.00
i+00 0+00
H. To
r�R WAS "A.S-BULZ T" NOM
(Y, I
0470
At
FE X-pins 6, FT
1�
<.
�4
Y
U
5 c °)
ct
L
s (y)
M
N
G
N
� m �
Z U h
® C
O
v:
O
�n W
N p
�N
r i
L
Q
w
v
CO
0
G
rr
i'
Joao
2FI F_ 15 P
0'
STA 12 +82.21 _5_001 T
NEW SSMH -48"
RIM 7525
E '66.51 15
"DU'
® je.
C�
SCALE:
V i " =10
_ -..�, _ - -- - --
- - - - -- -- 100.00' VC
i
it
DCYlT F � vJ
N °m
O (G ST/, 1,(60.33
f
VI S TA 13 +50
I
��O ELEV 18400
"AS—BUILT" NOTE.
49 = —227
wim
6.74
t l OUh NGiN'6 r r:; .;I N. r r 71111 ^:
�xNiaH9 s!zz /o'
LOW POINT ELEV = 170.61
-1.007
2FI F_ 15 P
0'
STA 12 +82.21 _5_001 T
NEW SSMH -48"
RIM 7525
E '66.51 15
"DU'
® je.
C�
SCALE:
V i " =10
_ -..�, _ - -- - --
- - - - -- -- 100.00' VC
i
PVl 5 T = 14 +75
N °m
PV1 ELEV = 172,00
f
A.D = 8.60
I
K = f 1.55 ^ --
"AS—BUILT" NOTE.
9470
'rsr��
wim
ONAI,
t l OUh NGiN'6 r r:; .;I N. r r 71111 ^:
�xNiaH9 s!zz /o'
LOW POINT ELEV = 170.61
-1.007
STA 14+59.79-11.5L',]
NEW SSMH -fib"
P f- 17U. 88- RIM= 174,26
is —gsa 9 n"nr:r IE= 165.56 -8 "OUT
—— IE= 165.66 -6 "1hr
Z 7 TI l S TREE l E
F R"Py x-951?
297LF 8'PVC S =0.539
;7r00
STA 17 +54.81- 25.24L T
EXIST SSMH 48"
RIM=
!E= 164.00 EX
CORE DRILL AND
RECHANNEL TO NORTH
_
4-164.7-9 o" IE= 1164.09 8 "N
ADJUST EX RIM TO
NEW STREET
Vi-1.70494- E1 = 179.90
SCALE: — _
H 1'=20'
V 7 " =7U
e �I
` I
i
7 l_.
oJ?o wnef'. l
f
I
60.00' VC
"AS—BUILT" NOTE.
9470
'rsr��
40.00' VC —�
ONAI,
t l OUh NGiN'6 r r:; .;I N. r r 71111 ^:
�xNiaH9 s!zz /o'
LOW POINT ELEV = 170.61
(
c
PVf STA
°
= 17 +010
LOW POINT STA = 16 +17.95
°+
r
PVf ELEV
= 174 -93 +
�
PV1 STA = 16 +40
°
i^ A.D. _
-4.55
+'
PV' ELEV = 170.35
_
vi
W K =
of
8.79
Lc)
A.D. = 7 55
`°
K= 7.95
��
m
m
n
d
�
o
�
180
l v
PROPOSED FINISH GRADE v
r
EXIST G POJNG .
v
>
>
w
° 2.00%
2.007
�,
_
6.55%
1.009
G i
F R"Py x-951?
297LF 8'PVC S =0.539
;7r00
STA 17 +54.81- 25.24L T
EXIST SSMH 48"
RIM=
!E= 164.00 EX
CORE DRILL AND
RECHANNEL TO NORTH
_
4-164.7-9 o" IE= 1164.09 8 "N
ADJUST EX RIM TO
NEW STREET
Vi-1.70494- E1 = 179.90
SCALE: — _
H 1'=20'
V 7 " =7U
e �I
` I
i
oJ?o wnef'. l
f
Y '
"AS—BUILT" NOTE.
9470
'rsr��
1 S - RO /i C /S 1 -h,, Iui l.() _,1 '7 I.
ONAI,
t l OUh NGiN'6 r r:; .;I N. r r 71111 ^:
�xNiaH9 s!zz /o'
® OLL
4 -
�_�
` I
i
i
\ \ /
THIS SI4f�T
T
—
n �.
SITE PLAN LOCATION
760 I
740
oJ?o wnef'. l
Y '
"AS—BUILT" NOTE.
9470
'rsr��
1 S - RO /i C /S 1 -h,, Iui l.() _,1 '7 I.
ONAI,
t l OUh NGiN'6 r r:; .;I N. r r 71111 ^:
�xNiaH9 s!zz /o'
760 I
740
180
140
120
ti
cj� 00
Q_
146
120
100.00' vc
P V1 S TA
P V1 ELE V = 752.35
A. D. = -3.51
2 &.4511 41
14.95%
<
�so
I
Lai LLj
Ln
220
+
)
Lr1l
Q5
ti
ccl LLJ
Ld W
C-N
O
Q� ck
0
YZ
z
2-90
EXIS TING
180
140
120
ti
cj� 00
Q_
146
120
100.00' vc
P V1 S TA
P V1 ELE V = 752.35
A. D. = -3.51
2 &.4511 41
14.95%
K = 28.45
STA 17+54.87-25.24LT
70+00 EXIST SSMH 48-
RIM= 174.15- EX.
IE=164.00"EX
CORE DRILL AND
740 RECHANNEL TO NORTH 140 140
IF-i64.70 84Y 1E= 164.09 87N
ADJUST EX RIM TO
NEW STREET
_F4_ —1.79- 4_'LL EL = 179.90
SCALE:
N 26 TH ST P, 1 ° =20'
Vl"--70 Sm282012 120
uld F—b Y
110.00
I
220
)
Lr1l
Q5
ti
2-90
EXIS TING
GROUND
180
14.95%
180
-780
700.00' VC -
WO,
PV1 STA = 9+20
PV1 ELEV = 763,75
A.D. = J.51
K = 28.45
STA 17+54.87-25.24LT
70+00 EXIST SSMH 48-
RIM= 174.15- EX.
IE=164.00"EX
CORE DRILL AND
740 RECHANNEL TO NORTH 140 140
IF-i64.70 84Y 1E= 164.09 87N
ADJUST EX RIM TO
NEW STREET
_F4_ —1.79- 4_'LL EL = 179.90
SCALE:
N 26 TH ST P, 1 ° =20'
Vl"--70 Sm282012 120
uld F—b Y
110.00
I
as L6 P-
)
Lr1l
Q5
r1offspaj
//-fuu
"AS-BUILT" NOTE:
V�_ H. T
t,7
F,,7,—,,7,__ 77,777-